Scheme of Teaching and Examination for 6 th Semester of 3 … Engineering.pdf · 2019. 7. 8. · 4 Design Of Tension Members by L.S.M 6 10 5 Design Of Compression Members and Column

Scheme of Teaching and Examination for

6 th Semester of 3 Years Diploma in Civil Engineering

Duration of Semester : 14 Weeks

Student Contact Hours : 36 Hrs

Total Marks : 800

Effective from : 2017 -18 Session

Sl.

No.

Name of Subject

Subject

Code

Subject

Teaching

Scheme Examination Scheme

L

T

P

Hours

of

Exam

Full

Marks of

Subject

Final Exam /

committee marks

Internal

Assessment

Pass Marks

Final / Ext.

Exam

Pass

Marks in

Subjects

1. Industrial Engineering & Management 601 Theory 3 - 3 100 80 20 26 40

2. Design of Steel Structure CIV 604 Theory 3 - 3 100 80 20 26 40

3. Estimating & Costing CIV 605 Theory 3 - - 3 100 80 20 26 40

4. Contract & Account CIV 606 Theory 3 - - 3 100 80 20 26 40

5. Elective II

CIV

607/608/609

Theory 3 - - 3 100 80 20 26 40

6. Design of Steel Structure Lab CIV 610 Sessional - - 2 - 50 30 20 - 25

7. Estimating & Costing Lab CIV611 Sessional - - 2 - 50 30 20 - 25

8 Contract & Account Lab CIV612 Sessional - - 2 - 50 30 20 - 25

9. Elective II Lab CIV

613/614/615

Sessional - - 2 - 50 30 20 - 25

10. Project Work 603 Sessional - - 4 - 50 30 20 - 25

11. Professional Practices 602 Sessional - - 4 - 50 30 20 - 25

Total Hours of Teaching per week : 15 16

Elective II (Adv Structure - CIV-607/ Water Resources Planning & Management-CIV 608/ Earth quake Resistant Structure-CIV609)

Total Marks : Theory : Practical : Sessional :

L : Lecture, T : Tutorial P : Practical

Note: 1. Period of Class hours should be of 1 hrs duration as per AICTE norms.

2. Remaining Hrs every week has been marked for students for Library and Student Centered Activities.

3. Drawing / Graphics / Practical / Sessional examinations will be held at parent institution.

4. Board will depute examiner for Practical examination.

5. Regarding sessional examination the parent institution will form a three member committee and this committee will examine the sessional

records and hold viva of the examinee for 60 % marks allotted to the subject. Marks for remaining 40 % will be provided by the Faculty

concerned on the basis of evaluation of each job / work throughout the semester.

SUBJECT : INDUSTRIAL ENGINEERING AND MANAGEMENT

SUBJECT CODE : 601

FULL MARKS : 80+20= 100

Hours : 42

L T P

3 0 0

Rationale:

After completion of three years of technical training, Polytechnic students are expected to enter in to the World

of Work. The business environment is altogether different and new to the students. A proper introduction and

understanding of Business Processes is therefore essential for all Polytechnic students. Management is a subject

which deals with basics of Management science required to understand the processes the in Industrial &

Commercial environment. This will enable the students of Polytechnic to become familiar and to understand

various Business Organizational structures, their functioning and the Role these technicians will have to play in

these setups with responsibilities.

Industrial Engineering is concerned with the design, improvement and installation of integrated systems of

people, materials, equipment and energy. Polytechnic students must be able to analyze the use and cost of the

resources of the organization in order to achieve the objective, i.e. to increase productivity, profits etc. and

carryout the policies efficiently and effectively.

Objective:

The students will able to:

1. Familiarize environment in the world of work.

2. Explain the importance of management process in Business.

3. Identify various components of management.

4. Describe Role & Responsibilities of a Technician in an Organizational Structure.

5. Apply various rules and regulations concerned with Business & Social responsibilities of the technician.

Detailed Syllabus

1. Productivity : 02 Hrs

Production and productivity, importance of productivity, factors affecting productivity, means of

increasing productivity.

2. Plant Layout and Material Handling : 02 Hrs

Definition of plant layout, objectives of good plant layout, principles of plant layout, types of plant

layout, flow pattern, steps in planning the layout for a new enterprise, definition of material handling,

functions and principles of material handling, material handling devices.

3. Work Study : 04 Hrs

Definition, concept and need for work study, objectives of method study and work measurement, basic

procedure/steps in method study, recording technique, critical examination, principles of motion

economy, stop watch procedure for collecting time study data, including performance rating and

allowances, work sampling.

4. Production Planning and Control (PPC) : 04 Hrs

Definition and objectives of PPC, functions of PPC, routing, scheduling, loading, dispatching, production

control definition and objectives, principle of sound production control system.

5. Material, Purchase and Stores Management : 04 Hrs

Definition, functions& objectives of materials management, inventory control, economic order quantity

(EOQ), ABC analysis. Objectives of purchasing department, buying techniques, purchasing procedure

(steps involved in one complete purchasing cycle); functions of stores department, location and layout of

stores, receipt and issue of materials.

6. Quality Control and TQM : 04 Hrs

Meaning of quality and quality control, dimensions of quality, quality circle, concept and definition of

TQM, elements of TQM, Kaizen, 5 ‘S’ and six sigma.

7. Management : 04 Hrs

Various definition, concept of management, levels of management, administration and management,

scientific management by F. W. Taylor. Principles of management (14 principles of Henry Fayol).

Functions of management - planning, organizing, coordinating, directing, controlling, decision making.

8. Organizational Management : 04 Hrs

Organization - definition, steps in forming organization. Types of organization. Types of organization -

line, line and staff, functions, project type. Departmentation- Organized and decentralized, authority and

responsibility, span of control (management). Forms of ownership - proprietorship, partnership, joint

stock company, co-operative society, govt. sector.

9. Human Resource Management : 06 Hrs

Personnel Management – Introduction, definition, function. Staffing – Introduction to HR, Introduction

to HR Planning, Recruitment procedure. Personnel- Training & Development – Types of training,

Induction, Skill enhancement. Leadership & Motivation – Leadership- Styles & types, Motivation-

Definition, Intrinsic, &Extrinsic, Moslow’s theory of Motivation and its significance. Safety

Management – Causes of accident, Safety Procedures. Introduction, Objectives & feature of Industrial

Legislation such as – Factory act, ESI act, Workman compensation act, Industrial dispute act and salary

& wages.

10. Financial Management : 04 Hrs

Financial Management- Objectives & Functions. Capital Generation & Management- Types of capitals,

Sources of finance. Budgets and accounts- Types of budgets, Production budget (including varience

report), Labour budget, Introduction to Profit & Loss Accounts (Only concept), Balance sheet etc.

11. Entrepreneurship : 04 Hrs

Concept and definition of entrepreneur and entrepreneurship, factors influencing entrepreneurship,

entrepreneurial characteristics, need for promotion of entrepreneurship and small scale industries, steps

in setting up a small scale industrial enterprise.

References Books :

1. Industrial Engineering and Management by O. P. Khanna

2. Industrial Engineering and Production Management by M. Mahajan.

Publisher :Dhanpat Rai Publication (P) Ltd. New Delhi

3. Business Administration and Management by Dr. S. C. Saksena

Publisher :Sahitya Bhawan, Agra.

Subject : Design of Steel Structure Course code : CIV604

Full Marks : 80+20=100

Hours : 42

Aim:-

1. Study of design and implementation steel structure used in building construction.

Objective:-Students will be able to:-

1. Analyze the steel structure and its members for determining the forces acting in the member 2. Select proper material and sections from steel table 3. Calculate design values for members 4. Use IS 875 Part 1, 2 & 3 provisions for dead load, live load and wind load. 5. Design the tension member, compression member, beam, purloins and column bases and their connection. 6. Use of IS 800 – 2007 for designing the member. 7. Read and interpret the structural drawings

8. Prepare the detailed working drawing of steel roof truss, showing sections and connections.

Pre-Requisite:-

1. Student should understand the load bearing capacity of components of building.

2. Student should be perfect in building drawing and its reading process.

Unit No Topic Contact periods Marks

1 Introduction 3 3

2 Limit State Design 4 5

3 Design Of Connections And Detailing 12 12

4 Design Of Tension Members by L.S.M 6 10

5 Design Of Compression Members and Column Bases by L.S.M 12 12

6 Design of flexural members for BM and SF by L.S.M 7 8

7 Steel Roof Truss 8 10

8 Plastic Analysis 12 10

Content: Theory (DESIGN OF STEEL STRUCTURES) 4 hours per week

Unit -1

Introduction

Advantages and disadvantages of steel as construction material. Types of sections ,Grades of steel(IS

2062) and strength characteristics; Use of steel table(SP6-Part1); Types of loads on steel structure and its I. S.

code specification. Methods of design and comparison between them.

Unit-2

Limit State Design

Basis for design– Classification of Limit States– Characteristic and Design Actions– Ultimate and Design

Strengths- Partial Safety Factors for Loads and Materials– Factors Governing the Ultimate Strength: Stability,

Fatigue and Plastic collapse– Serviceability.

Unit-3

Design Of Connections And Detailing

General- Types of connections– Bolted, Riveted and Welded connections– Rigid and Flexible connections–

Components of connections– Basic requirements of connections- Clearance for holes– Minimum and Maximum

spacing of fasteners– Minimum edge/ end distances– Requirements of Tacking fasteners. Bolted Connection–

Types of bolts– Bearing type Bolts– Nominal and Design shear strengths of bolts– Reduction factors for Long

joints, Large grip lengths, Thick packing plates– Nominal and Design bearing strengths of bolts– Reduction

factors for over sized and slotted holes– Nominal and Design tensile strengths (tension capacity) of bolts-Simple

problems. Welded Connection- Types of welds– Fillet welds– Minimum and maximum sizes– Effective length of

weld- Fillet welds on inclined faces–-Design strengths of shop/site welds– Butt welds– Effective throat thickness

and effective length of butt weld- Simple problems. Design problems related to eccentric riveted/bolted and

welded connections.

Unit-4

Design of Tension Members by L.S.M

Tension Members-effective length and Effective Sectional Area of tension members - Design Strength of

Tension members against yielding of gross section requirements: Deflection limits, Vibration, Durability and Fire

resistance, against rupture of critical section and due to block shear. Problems on determination of design

strength of given members and designing tension members using rolled steel sections for given loads– Design of

bolted/riveted and welded connections for tension members –Problems.

Unit-5 Design of Compression Members and Column Bases by L.S.M

Compression Members- Effective Length and Effective Sectional Area of Compression members – Design

Stress and design strength– Buckling Class of cross sections– Imperfection factor– Stress reduction factor–

Thickness of elements .Analysis and design of axially loaded column. Introduction to lacing and battening (No

numerical problem on Lacing and Battening)

Slab base and Gusseted base – Code Provisions (IS:800-2007) – Minimum thickness and Effective Area of

Base plate– Design of Slab base for axially loaded columns using bolts/riveted/welds. Introduction to Gusseted

base (no numerical problems on gusseted Base).

Unit-6 Design of Flexural Members for BM and SF by L.S.M

General- Effective span of Beams, Design strength of bending,(Flexure), Limiting deflection of beams –

Design of laterally supported Simple beams for Bending moment and Shear force using single / double rolled

steel sections (symmetrical cross sections only) – Problems. Names of various components of plate girder and

their functions with usual IS recommendations

Unit-7 Steel Roof Truss

Types of steel roof truss & its selection criteria. Calculation of panel point load for Dead load; Live load

and wind load as per I.S. 875-1987 Analysis and Design of steel roof truss. Design of Angle purlin as per I. S.

Arrangement of members at supports.

Unit-8 Plastic Analysis

Plastic Analysis: Analysis of Steel Structures– Methods– Elastic, Plastic and Advanced method of analysis

based on IS: 800-2007– Idealized Stress vs Strain curve– Problems. For Structural Steel– Requirements and

Assumptions of Plastic method of analysis– Formation of Plastic hinges in Flexural members– Plastic Moment of

Resistance and Plastic Modulus of Sections– Shape Factors of rectangular / circular/ I / T-Sections– Collapse

load.

Text/ Reference Books:-

1. Dr. N. Subramanian “Steel Structures”, Oxford University Press. 2. K.S.Sai Ram “Design of Steel Structures” Pearson-Porling Kindersley Pvt Ltd 3. M.R.Shiyekar “Limit State Design in Structural Steel”, PHI Learning Pvt Ltd, 2011

4. S. K. Duggal “Design of steel structure” Tata Macgraw Hill Publication Company ltd. New Delhi 5. M. Raghupati “Design of steel structure” Tata Macgraw Hill Publication Company ltd. New Delhi

6. Ramchandra “Design of steel structure” Dalpatrai & Sonts publication Company ltd. New Delhi

7. S.S. Bhari katti “Design of steel structure” I.K. International Publishing House

8. Kazimi & Jindal “Design of steel structure” Prentice hall India, New Delhi. 9. S.N. Malik “Design of steel structure” Prentice hall India, New Delhi. 10. BIS code: IS 800: 2007

Subject : Design of Steel Structure Lab

Subject Code : CIV610

PRACTICAL SHALL CONSISTS OF SKETCH BOOK AND DESIGN REPORT OF STEEL ROOF TRUSS

FOR AN INDUSTRIAL BUILDING, TWO FULL IMPERIAL SIZE SHEET SHALL BE USED FOR

DRAWINGS.

1. Sketch Book:

Sketch book shall consists of any five plates out of the below mentioned 1. Typical sketches of sections of tension member, determination of net effective cross sectional area of tension

member for angle section. 2. Typical sketches of sections of compression member, determination of effective length for different end

conditions. 3. Type of trusses for different spans. 4. Riveted and welded connections for axially loaded member. 5. Column section and slab base 6. Important information of clauses of IS800-1984 and IS875 (Part-1,2 & 3)

2. Design of Steel roof truss: The student should draw two full imperial size sheets covering design of steel roof truss any one of the truss fink, fan, Pratt, lattice truss for Span from 8 to 16 meter the design shall cover calculations for the dead load, live load, wind load with design of the various elements. The drawing shall include detailing the truss for below mentioned elements.

a. Architectural drawing b. Data for structural design c. Key plan at tie level d. Detailed layout of steel roof truss. e. Details at end support.

3. Is Codes:

1. IS 800-1984 Indian Standard code of practice for use of structural steel in general building

construction, BIS New Delhi. 2. IS-875 Part-1, 2, & 3- 1987 Indian Standard code of practice for use of structural steel in general

building construction, BIS New Delhi. 3. IS hand book No. 1 Properties of structural steel rolled section

4. Steel table.

Subject : Estimating & Costing Course code : CIV605


Hours : 42

Rationale:

This is a core technology subject which will enable the students to learn core facts, concepts, principles & procedures in Estimating & Costing. With this knowledge and skill, he will be able to prepare estimate before start of construction and systematically procure materials during execution using specifications for ensuring appropriate type of construction processes & quality of engineering products in specialized areas in Building Construction, Irrigation, Transportation and Environmental Engineering.

Objectives: Students should be able to:

1) Decide approximate cost of civil engineering structure.

2) Prepare check list of items of construction.

3) Prepare detailed estimate for civil engineering work.

4) Take measurement of completed work.

6) Compare actual quantity with estimated quantity.

7) Prepare estimate of earthwork and rate analysis of different civil works.

Course Topic/sub Topic

Introduction 2 Hrs

Meaning of the terms estimating and costing, Purpose of estimating, methods of estimating, Various Performa used in estimates: Measurement/Quantity Sheet, Abstract sheet & material consumption statement form, Types

of estimate-Approximate and Detailed.

Approximate estimate– 6 Hrs

Plinth area rate method, Cubical Content method, Service Unit method and its application, Typical bay method, Approximate Quantity method, problems.

Detailed Estimate 16 Hrs

Type of detailed estimate and its uses, Detailed estimate, Revised estimate, Supplementary estimate, Revised & supplementary estimate, Maintenance & Repair estimate, Unit quantity method, Total quantity method, Data

required for detailed estimate.

Factors to be considered during preparation of detailed estimate,

Preparing checklist–by adoption of Sequence of execution and describing item of works.

Detailed estimate of va r i ous i t e ms of Load bearing Structure b y Long Wall and short wall & Centerline method, for single room and two room with verandah and other residential and public building.

Detailed estimate Double storeyed residential building with staircase.

Estimate of Inclined roof building with King post and queen post truss.

Detailed Estimate of Framed Structure building by centre line method of slab, lintel, T- beam and Column with

foundation.

preparation of bar bending schedule.

Percentage of reinforcement for various structural members.

Detailed estimate of Roof slab culvert, pipe culvert and Bridge with return wall and straight splayed wing wall.

Mode of Measurements 4 Hrs

Units of Measurements for different item of works as perIS1200 &As per PWD specification Book.

Desired accuracy in taking measurements of various items of works

Rules of deductions for openings as per IS 1200 for brick work, plastering, painting

Rate Analysis 8hrs

Market Rate and labour rate.

Transportation of Materials, capacity of conveyance for different materials. Transportation Charges.

Labour - Categories of labours, labour rates, overhead charges, contractor’s profit, water charges.

Preparing rate analysis of different items of work viz P.C.C., Brick work, RCC works, Plastering, flooring only.

District Schedule of rates, completed rates & labour rates.

Estimate for Earthwork 6hrs

Concept of Lead and Lift. Framing estimate by taking out quantities of Earthwork of Road and Irrigation Canal

embankment using mean area and earthwork of BBM septic tank for 25 user sc) Community well for 10m.dia.

Subject : Estimating & Costing Lab

Course code : CIV611

List of Experiments:

1. Prepare Check list of items of Load Bearing type Building

2. Writing the rules of deduction’s for below mentioned items of work as per IS1200.

a) Brick work b) Plastering/Pointing work c) Painting work

3. Taking out quantities of various items of work for load bearing building.

i) Excavation for foundation

ii) Plain Cement Concrete of foundation

iii) U.C.R./BBM a sonry work in foundation and plinth. iv) D.P.C.

v) Plinth Filling. vi) Brick Masonry work.

vii) Flooring, skirting, dados viii) Plastering. (Internal & External)

ix) Wood work in doors.

4. Writing/drafting detailed specifications for some important items of Civil Works.

Learning Resources:

Books:

Sr. No. Title Author Publisher

01 Estimating & costing in Civil

Engineering B.N. Datta UBS Publishers Distributors

Pvt Ltd New Delhi

02

Estimating &costing,

Specification and Valuation in

Civil Engineering

M. Chakraborti

M. Chakraborti, Calcutta

03 Estimating & costing S.C. Rangwala Charotar Publication Anand

04 Estimating & costing G. S.Birdie Dhanpat Rai and Sons Delhi

Subject : Contract & Account Course code : CIV606


Hours : 42

Rationale:

This is acore technology subject which will enable the students to learn facts, concepts, principles and

procedure in contracts and accounts. With this knowledge and skill, he will be able to prepare tender papers for

contract and contract documentation before start of construction.

He will get acquainted with procedures and different forms used by PWD as well as private construction

firms and will therefore be able to prepare bills and pay contractor for the work as well as penalize for

defective work

He will also use the core knowledge of this subject area for assessment of expenses for repairs and

maintenance of civil engineering works.

AIM

The students shall be able to:

1) Differentiate between types of contract.

2) Prepare tender documents.

3) Draft tender notice for various types of construction

4) Prepare the Account document (bills)

5) Know the Contractor payment procedure

6) Prepare specification of an item of construction.

7) Calculate the value of a land and old buildings.

Topic/Sub topic

Procedure of execution of work by P.W.D 04 Hrs

1.1 Organizational structure of P.W.D., functions of their personnel.

1.2 P.W.D. Procedure of initiating the work, administrative approval, technical sanction, budget provision.

1.3 Methods used in P.W.D. For carrying out works contract method and departmental method, rate list

method, piece work method, day’s work method, department method (NMR and Casual Muster Roll.)

Contract 10 Hrs

2.1 Definition of contract, Objects of contract, requirements of valid contract

2.2 Types of engineering contract with advantages and disadvantages their suit abilities-

Lump sum contract, item rate contract, percentage rate contract, cost plus percentage, cost plus fixed

fee, cost plus variable percentage and cost plus variable fee contract, labour contract, demolition

contract, target contract, negotiated contract.

2.3 Class of contractor, Registration of contractor.

2.4 BOT Project: objectives, scope, advantages, disadvantages, examples

Tender &Tender Documents 10 Hrs

3.1 Definition of tender, necessity of tender, types-local and global.

3.2 Tender notice, points to be included while drafting tender notice, drafting of tender notice.

3.3 Meaning of terms: earnest money, security deposit, validity period, right to reject one or all tenders,

corrigendum to tender notice and its necessity.

3.4 Tender documents–list, schedule a, schedule b and schedule C

3.5 Terms related to tender documents–contract conditions: time limit, time extension, penalty, defective

material and workmanship, termination of contract, suspension of work, subletting of contract, extra

items, escalation, arbitration, price variation clause, defect liability period, liquidated and un-liquidated

damages.

3.6 Filling the tender by contractor and points to be observed by him.

3.7 Procedure of submitting filled in tender document, procedure of opening tender, comparative statement,

scrutiny of tenders, award of contract, acceptance letter and work order.

Unbalanced tender, ring formation accounts in P.W.D. 02 Hrs

4.1 Various account forms and their uses- Measurement Books, Nominal Muster Roll, Imp rest Cash, Indent,

Invoice, Bills, Vouchers, Cash Book, Temporary Advance.

Payment to Contractors 04 Hrs

5.1 Mode of payment to the contractor-

Interim Payment and Its Necessity,

5.2 Advance Payment, Secured Advance, On Account Payment, Final Payment, First And Final Payment,

Retention Money, Reduced Rate Payment, Petty Advance, Mobilization Advance.

Specifications 06 Hrs

6.1 Necessity and Importance of Specification so fan Items,

Points To be observed in framing Specifications of an Item,

6.2 Types of Specification: Brief and Detailed Specification, Standard and Manufacturers Specification.

6.3 Preparing Detailed Specifications of Items of following Civil Engineering Works.

Building Construction System, Irrigation Engineering System, Transportation Engineering System,

Environmental Engineering System

6.4 Legal Aspects of Specification.

Valuation 06 Hrs

7.1 Definition, Necessity of Valuation.

Definitions–Cost, Price, Value, Characteristics of Value, Factors Affecting Value.

7.2 Types of Value:- Book Value, Scrap Value, Salvage Value, Speculative Value, Distress Value, Market

Sr. No. Author Title Publisher

01

B.N.Datta ESTIMATING&COSTING INCIVIL

ENGINEERING

UBS Publishers

02

M. Chakraborti Estimating &costing, Specification and

Valuation in Civil Engineering M. Chakraborti,

Calcutta 03 S.C. Rangwala Estimating &costing Charotar Publication

04

B.S. Patil Civil Engineering Contracts and

accounts Vol I,II

Orient Longman,

05 G. S.Birdie ESTIMATING&COSTING Dhanpat Rai and Sons

Value, Monopoly Value, Sentimental Value, Factors Affecting Value.

7.3 DEPRECIATION, Obsolescence, Sinking Fund.

Methods of Calculation of Depreciation–Straight Line Method, Sinking Fund Method, Constant

Percentage Method Quantity Survey Method.

7.1 Computation of Capitalized Value, Gross Income, Outgoing, Net Income, Years

Purchase. Types of Outgoing And Their Percentages.

7.2 Fixation of Rent as Per PWD Practice

Subject : Contract & Account


List of Experiments:

1. Collecting old set of tender document and writing are port on it.

2. Collection of tender notices published in newspapers for various items of civil engineering works.

(Atleast5) Write salient features of them.

3. Drafting a tender notice for construction of a civil engineering Work (W.B.M. Road, Residential

Building)

4. Preparation of Tender Document for the Building. (Detailed Estimate prepared for R.C.C. Building in

Estimating and Costing shall be used)

5. Collection of various account forms from PWD & writing report on it

6. Writing are port on store procedure and account producer of PWD. For it Guest Lecture of PWD official

may be arranged.

7. Writing detailed Specifications for one item from each of following:

a. Building construction system.

b. Irrigation engineering system.

c. Transportation engineering system.

d. Environment engineering system

BOOKS:

Subject : Advance Structure (Elective-II)

Course code : CIV607 Full Marks : 80+20=100

Hours : 42

Content:

1. DISPLACEMENT:

Geometric methods: Deflected shape, Moment area method, and Conjugate beam method.

Energy Methods: Introduction, Form of elastic Strain energy, strain energy in member, energy relations in

structural theory, virtual work, Betti’s and Maxwell’s Law’s of reciprocal Deflections, Application of Trusses

and Frames, Castiglione’s Theorems.

2. ARCHES:

Three hinge parabolic arch, Analysis for normal thrust, Horizontal Thrust, Radial shear, Shear force and

bending moment.

Two hinge parabolic arch with secant variation of moment of inertia. Analysis for radial shear and

normal thrust.

3. ROLLING LOADS AND INFLUENCE LINES:

Introduction, A single concentrated load, Uniformly Distributed load longer than the span, Uniformly Distributed

load shorter than span, Two concentrated loads, Series of concentrated loads, Equivalent U.D.L, Influence Lines,

influence lines for panelled beam, Influence lines for Truss member, Influence lines for three-Hinged Arches,

influence lines from Deflected Shapes, Muller-Breslau’s principle, Influence line using Muller-Breslau’s

principle.

4. PROPPED CANTILEVER BEAM:

Analysis by slope and Deflection. Shear force and bending moment diagram, Deflection using consistent

deformation and strain energy method. Simple problems.

5. MATRIX METHOD OF ANALYSIS:

Introduction, Axes & co-ordinates, Flexibility & stiffness influence Coefficient, Flexibility Matrix, Stiffness

matrix, Relation between flexibility & Stiffness matrices, comparison of methods, System approach of flexibility

& Stiffness methods. Transformation of information in structures through matrices. Analysis of continuous beam

and orthogonal rigid frames.

Subject : Advance Structure Lab (Elective-II)


List of Experiments

List of Experiments (Any 10 Experiment may be performed)

1. Experiment on a 2 hinged arch for horizontal thrust and influence line for horizontal thrust.

2. Experiment on a 3 hinged arch for horizontal thrust and influence line for horizontal thrust.

3. Experimental and Analytical study of 3 bar pin jointed truss.

4. Experimental verification of Betti’s theoremof reciprocal deflections.

5. Experimental verification of Maxwell’s laws of reciprocal deflections.

6. Verify the Mulller Breslau theorem by using Begg’s deformeter Set.

7. To study the cable-geometry and statics’s for different loading conditions.

8. Determination of reflection of Prop Cantilever Beam.

9. Demonstration of Sway in portal frames.

10. ILD for deflection in a steel beam using load method.

11. ILD for support reaction using Muller Breslau principle.

12. Analysis of redundant frame.

REFERENCE BOOKS:

1. Dayaratnam, P. advanced structural analysis, Tata McGraw-Hill Publishing co. ltd., New Delhi, 1978.

2. Junnarkar, S.B., Mechanics of structure vol.II, Charotar Publishing House, anand 1989.

3. Kardestuncer, H., Elementary Matrix analysis of structure, McGraw-Hill Book co., New York 1974.

4. Laursen, H.I., Matrix analysis of structures, McGraw-Hill Book Co., New York, 1966.

5. Martin H.C., Introduction to Matrix methods of Structure analysis, McGraw-Hill Book Co., New York,

1966.

6. Noris, C.H., and Wilbur, J.B., Elementary structural analysis, McGraw-Hill Book Co. New York, 1960.

7. Pandit, G.S., Gupta, S.P, structural analysis-A Matrix approach. Tata McGraw-Hill Publishing Co., New

York, 1963.

8. Popov, E.P., Introduction to mechanics of solids, prentice-Hall of India ltd., New Delhi, 1973.

9. Timoshenko, S. and Young, D.H, Theory of structures, second edn., McGraw-Hill Book Co., New York,

1965.

Subject : Water Resources Planning & Management (Elective-II)


Full Marks : 80+20=100 Hours : 42

Content:

OBJECTIVES:

The student is exposed to different phases in Water Resources Management and National

Water Policy. Further they will be imparted required knowledge on Reservoir planning,

management and economic analysis including Irrigation and Irrigation management

practices.

UNIT I

WATER RESOURCES

Water resources survey – Water resources of India – Description of water resources

planning – Estimation of water requirements for irrigation and drinking- Single and

multipurpose reservoir – Multi objective - Fixation of Storage capacity -Strategies for

reservoir operation - Design flood-levees and flood walls.

UNIT II

WATER RESOURCE MANAGEMENT

Economics of water resources planning; – National Water Policy – Consumptive and non

consumptive water use - Water quality – Scope and aims of master plan - Concept of basin

as a unit for development -Water budget- Conjunctive use of surface and ground water

UNIT III

IRRIGATION ENGINEERING

Need – Merits and Demerits – Duty, Delta and Base period – Irrigation efficiencies – Crops

and Seasons - Crop water Requirement – Estimation of Consumptive use of water.

UNIT IV

CANAL IRRIGATION

Types of Impounding structures: Gravity dam – Diversion Head works - Canal drop – Cross

drainage works – Canal regulations – Canal outlets – Canal lining - Kennady’s and Lacey’s

Regime theory

UNIT V

IRRIGATION METHODS AND MANAGEMENT

Lift irrigation – Tank irrigation – Well irrigation – Irrigation methods: Surface and Sub-

Surface and Micro Irrigation - Merits and demerits – Irrigation scheduling – Water

distribution – Participatory irrigation management with a case study

Subject : Water Resources Planning & Management Lab


List of Experiment

1. Integrated water resource management of small area (College campus, small village)

2. Report writing on visit to farm with drip irrigation system and preparing layout plan and neat labelled

sketches.

3. Design of sprinkler irrigation system for farm with cost estimated.

4. Study of duty, Delta and Base period of any field.

5. Visit and report of any flood control system.

6. Study and visit of diversion head work of canal.

7. Visit and estimation of storage capacity of multipurpose reservoir.

8. Visit and estimate of capacity of irrigation well and small Pond.

9. Study and estimate of variation of ground water table.

TEXT BOOKS:

1. Linsley R.K. and Franzini J.B, “Water Resources Engineering”, McGraw-Hill Inc, 2000.

2. Punmia B.C., et. al; Irrigation and water power Engineering, Laxmi Publications, 16th

Edition, New Delhi, 2009

3. Garg S. K., “Irrigation Engineering and Hydraulic structures”, Khanna Publishers, 23rd

Revised Edition, New Delhi, 2009

REFERENCES:

1. Duggal, K.N. and Soni, J.P., “Elements of Water Resources Engineering”, New Age

International Publishers, 2005

2. Chaturvedi M.C., “Water Resources Systems Planning and Management”, Tata

McGrawHill Inc., New Delhi, 1997.

3. Michael A.M., Irrigation Theory and Practice, 2nd Edition, Vikas Publishing House Pvt.

Ltd., Noida, Up, 2008

4. Dilip Kumar Majumdar, “Irrigation Water Management”, Prentice-Hall of India, New Delhi,

2008.

5.Asawa,G.L.,“IrrigationEngineering”,NewAgeInternationalPublishers,NewDelhi,2000.

Subject : Earth Quake Resistant Structure


Full Marks : 80+20=100 Hours : 42

Contant-

UNIT: 01 – THE EARTHQUAKES 4 Hrs 1.01 Earthquakes 1.02 Epicentre, hypocentre and earthquake waves 1.03 Measurement of Ground Motion 1.04 Cause of Earthquake (Plate tectonic) 1.05 Intensity and Isoseismals of an earthquake 1.06 Magnitude and Energy of an earthquake 1.07 Consequences of earthquakes 1.08 Seismic Zoning 1.09 Risk Maps UNIT: 02 – VIBRATIONS OF SINGLE DEGREE OF FREEDOM SYSTEM 8 Hrs 2.01 Types of Vibrations 2.02 Degrees of Freedom 2.03 Spring Action and damping 2.04 Equation of motion of single degree of freedom 2.05 Free Vibrations of Undamped systems having single degree of freedom 2.06 Combination of stiffnesses 2.07 Vibration of Damped System having single degree of freedom 2.08 Dry Friction Damping 2.09 Negative Damping 2.10 Forced Vibration of a Undamped System 2.11 Forced vibrations of a damped system 2.12 Equivalent viscous damping 2.13 Vibration isolation 2.14 Vibration Measuring Instruments UNIT: 03 – BEHAVIOR OF TRADITIONALLY BUILT CONSTRUCTION OF INDIA 4 Hrs 3.01 Introduction 3.02 Strong motion earthquakes 3.03 Elastic spectra 3.04 Ground velocity and displacement 3.05 Inelastic spectra seismic.

Seismic performance during earth quake and mode of failure (out of plane failure , in plane failure,

Diaphragm failure, connection failure, non structural component failure).

UNIT: 04 – ASEISMIC DESIGN OF STRUCTURES 7 Hrs 4.01 Design data and philosophy of design 4.02 Multi-storey Buildings (G+2) Design-Analysis Design 4.03 Earthquake resistant construction of buildings 4.04 Ductility provisions in reinforced concrete construction 4.05 Base Isolation 4.06 Capacity building Design UNIT: 05 –MASONRY BUILDINGS 3 Hrs

5.01 Categories of masonry buildings

5.02 Improving seismic behavior masonry buildings

5.03 Seismic design requirement

5.04 Seismic design of masonry building

5.05 Restoration and strengthening of masonry walls

UNIT: 06 – RAINFORCED CONCERET BUILDINGS 4 Hrs

Common modes of Failure of Rain forced Conceret buildings

Horizontal & vertical irregularities identifications seismic damage in building

Components (columns, beams, slabs, infill wall, foundation etc.), ductile detailing as per IS13920

UNIT: 07 - IS CODES PROVISIONS RELATED TO EARTHQUAKE 4 Hrs

Seismic provision of strengthening and retrofitting measure for traditionally built constructions.

Introduction of IS : 4326:1993. IS: 13928:1993 & IS:13927:993 with certain clauses.

Subject : Earth Quake Resistant Structure Lab


List of Practical-

1. Prepare seismic zone mapping of India & world.

2. Prepare Isoseismals of Indian earth quake & Risk map.

3. Preparation of Design Data required for Aseismic design of G+2 Building and their analysis.

4. Prepare design for Ductility provision in G+2 Building taking suitable examples.

5. Prepare drawing (sectional elevation) for Aseismic design of Masonary building limited to single storey,

3 bed room, attached bathroom, front & back veranda with RCC Stair.

6. Sketch design detailing of Reinforcement as per IS:13920 of following items taking suitable size-

a.) Column with Foundation.

b.) Slab with Beam.

7. Prepare list for retrofitting measurement of a traditional G+2 building.

Books Recommended:-

01 Earthquake Resistant Design & Analysis Jai Krishna.

02 Earthquake Resistant Design of Structure S . K .DUGGAL, Oxford University Press

03 Earthquake Resistant Design of Structure Pankaj Agrawal, Manish Shrikhande, PHI

04 Dynamic of Structures A. K. Chopra.

05 IS : 1893-2002; IS : 13920-1993; IS : 13828-1993, IS : 4326-1993 BIS CODES of India

06 Handbook of Earthquake Resistant Structure Farzard Naim.

07 Dynamics of Structures Claugh & Penzien.

IIIK-BMTPC Earthquake Tips is a project for twenty four tips of two pages each. Written in simple

language. These are available at www.nicee.org for anyone to download. These are very suitable for

teachers and Students for polytechnics. Hindi translation of the tips are expected to become available

shortly.

Subject : Professional Practices (Common Paper)

Subject Code : 602

Rationale:

Most of the diploma holders join industries. Due to globalization and competition in the

industrial and service sectors the selection for the job is based on campus interviews or

competitive tests.

While selecting candidates a normal practice adopted is to see general confidence, ability

to communicate and attitude, in addition to basic technological concepts.

The purpose of introducing professional practices is to provide opportunity to students to

undergo activities which will enable them to develop confidence. Industrial visits, expert

lectures, seminars on technical topics and group discussion are planned in a semester so that

there will be increased participation of students in learning process.

Activities to be undertaken:

Students are expected to undertake these activities:

1. Acquire information from different sources ( Print and electronic) on the topics of specialization

and related to the subjects of II nd and final year. The class is to be divided in groups of not more

than five to six students in a group and all groups are to be allotted topic of their choice. The

topic should not be repeated to other group for originality of work to be performed by the group.

This activity will develop interdependence and leadership among the students.

2. Prepare notes for given topic at point no 1. The notes will be in form of a project report, having

all the sections of report. The report should not be of 30 – 50 pages.

3. Prepare presentation and Present the learning and finding on given topic in a seminar. The

presentation should be prepared in Power Point module having more than 25 slides. All students

should be asked to deal with suitable parts decided by the group itself.

4. Interact with peers to share thoughts. After the final presentation the students should be

encouraged to interact with the faculty members, students’ fellows and other experts for

suggestions and advanced and structured learning.

5. Undertake industrial visit of their area and choice. Prepare a report on industrial visit. Expert

lectures on the topic selected may be invited for the students and these expert lectures also the

students should be asked to prepare a report and present the same in seminar or have a group

discussion before the expert and faculty members.

6. Develop entrepreneurial traits. Students group may be asked to have a field survey and product

assessment and analysis for a product of their choice. Prepare a report for all the inputs of their

requirement and submit it for evaluation.

7. To prepare for start ups. Expert lectures for exploring this option may be arranged as this is also

a viable option and much talked about option for self employment and avail the encouragement

by the government.

Based on the above rationales students will advised to develop traits under guidance of dedicated

faculty members / mentors.